CN113882683A - Building structure construction method - Google Patents
Building structure construction method Download PDFInfo
- Publication number
- CN113882683A CN113882683A CN202111176492.6A CN202111176492A CN113882683A CN 113882683 A CN113882683 A CN 113882683A CN 202111176492 A CN202111176492 A CN 202111176492A CN 113882683 A CN113882683 A CN 113882683A
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- CN
- China
- Prior art keywords
- column
- ribs
- sleeve
- construction method
- floor slab
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
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Classifications
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G21/00—Preparing, conveying, or working-up building materials or building elements in situ; Other devices or measures for constructional work
- E04G21/14—Conveying or assembling building elements
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
- E04B1/30—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts being composed of two or more materials; Composite steel and concrete constructions
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/38—Connections for building structures in general
- E04B1/58—Connections for building structures in general of bar-shaped building elements
- E04B1/5825—Connections for building structures in general of bar-shaped building elements with a closed cross-section
- E04B1/5837—Connections for building structures in general of bar-shaped building elements with a closed cross-section of substantially circular form
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B5/00—Floors; Floor construction with regard to insulation; Connections specially adapted therefor
- E04B5/16—Load-carrying floor structures wholly or partly cast or similarly formed in situ
- E04B5/17—Floor structures partly formed in situ
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C3/00—Structural elongated elements designed for load-supporting
- E04C3/02—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces
- E04C3/29—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces built-up from parts of different material, i.e. composite structures
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C3/00—Structural elongated elements designed for load-supporting
- E04C3/30—Columns; Pillars; Struts
- E04C3/36—Columns; Pillars; Struts of materials not covered by groups E04C3/32 or E04C3/34; of a combination of two or more materials
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C5/00—Reinforcing elements, e.g. for concrete; Auxiliary elements therefor
- E04C5/01—Reinforcing elements of metal, e.g. with non-structural coatings
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G21/00—Preparing, conveying, or working-up building materials or building elements in situ; Other devices or measures for constructional work
- E04G21/02—Conveying or working-up concrete or similar masses able to be heaped or cast
Abstract
The invention relates to the field of buildings, in particular to a house structure construction method; the invention aims to provide a building structure construction method which is simple in construction and more environment-friendly. A, processing raw bamboos, and forming a through inner cavity in a bamboo tube; B. constructing a foundation, and arranging column dowel bars on the foundation; C. connecting vertical column ribs on the column dowel bars, and sleeving original bamboos on the column ribs to form column sleeves; D. inserting beam ribs into the original bamboo to form beam sleeves, and enabling two ends of the beam ribs to be respectively connected with column ribs in a refining mode, wherein the beam ribs are perpendicular to the column ribs; E. inserting plate ribs into the raw bamboo to form a floor slab sleeve, laying the floor slab sleeve on the upper surface of the beam sleeve, and laying a layer of geotextile on the upper surface after the floor slab sleeve is completely installed; F. and sequentially pouring concrete into the column sleeve, the beam sleeve and the floor slab sleeve, and forming the floor slab on the geotextile in a cast-in-place manner.
Description
Technical Field
The invention relates to the field of buildings, in particular to a house structure construction method.
Background
The construction techniques for buildings typically include constructing a reinforced concrete skeleton and building walls with bricks. The construction method has the defects of low construction efficiency and high construction strength. The construction of other fabricated buildings can adopt different prefabricated components, but generally has the defects of labor assembly, troublesome disassembly, higher resource and economic cost and the like, and is difficult to meet the design requirement of the building.
Disclosure of Invention
The invention aims to provide a building structure construction method which is simple in construction and more environment-friendly.
The technical scheme adopted by the invention for solving the technical problems is as follows: a method of constructing a building structure, comprising the steps of,
A. processing raw bamboos, and forming a through inner cavity in the bamboo tube;
B. constructing a foundation, and arranging column dowel bars on the foundation;
C. connecting vertical column ribs on the column dowel bars, and sleeving original bamboos on the column ribs to form column sleeves;
D. inserting beam ribs into the original bamboo to form beam sleeves, and respectively connecting two ends of each beam rib with the column ribs, wherein the beam ribs are vertical to the column ribs;
E. inserting plate ribs into the raw bamboo to form a floor slab sleeve, laying the floor slab sleeve on the upper surface of the beam sleeve, and laying a layer of geotextile on the upper surface after the floor slab sleeve is completely installed;
F. and sequentially pouring concrete into the column sleeve, the beam sleeve and the floor slab sleeve, and forming the floor slab on the geotextile in a cast-in-place manner.
Further, in the step A, the surface of the raw bamboo is coated with anticorrosive and fireproof paint.
Further, in step C, D, E, the column sleeve and the beam sleeve are selected from raw bamboos with diameters of more than 200mm, and the floor slab sleeve is selected from raw bamboos with diameters of not less than 60 mm.
Further, for the step C, four column sleeves are arranged, the column sleeves surround to form a prefabricated column, and the column sleeves are hooped by reinforcing steel belts; and D, four beam sleeves are arranged, the beam sleeves surround to form a prefabricated beam, and the beam sleeves are hooped by a reinforcing steel strip.
Furthermore, the spacing between the reinforcing steel belts of the prefabricated columns is not more than 1.0m, and the spacing between the reinforcing steel belts of the prefabricated beams is not more than 0.5 m.
Furthermore, each raw bamboo of the prefabricated beam is internally provided with two beam ribs, and the raw bamboo of the prefabricated column is internally provided with three column ribs.
Further, for step E, the plate bars are twisted steel bars or prestressed steel bars.
Further, in step B, C, D, the column stirrup in the foundation is positioned by the positioning sleeve, and the column bar and the beam bar in the raw bamboo are positioned by the positioning sleeve.
Further, for step F, the pressure at which the concrete is poured is 0.1-0.2 MPa.
The invention has the beneficial effects that: according to the scheme, renewable and fast-to-get raw bamboo is preferably selected as a sleeve of the cast-in-place member, the reinforcing steel bars are inserted into the cavity of the raw bamboo, and concrete is poured into the cavity of the raw bamboo to form a frame stress member, so that the labor intensity of workers is reduced, the construction speed is accelerated, and the construction cost is reduced. The raw bamboo is convenient to obtain, the material is green, environment-friendly and renewable, the sustainable development is realized, the construction method is simple and rapid, and the cost is low.
Drawings
FIG. 1 is a schematic illustration of a building structure;
parts, positions and numbers in the drawings: the prefabricated steel-strip-type foundation comprises a foundation 1, column inserting ribs 101, prefabricated columns 2, connecting ribs 201, a reinforced steel strip 3, a floor slab 4 and prefabricated beams 5.
Detailed Description
The invention will be further explained with reference to the drawings.
As shown in fig. 1, a house structure construction method includes the steps of,
A. processing raw bamboos, and forming a through inner cavity in the bamboo tube;
B. constructing a foundation 1, and arranging a column dowel bar 101 on the foundation 1;
C. connecting a vertical column rib on the column inserting rib 101, and sleeving a raw bamboo on the column rib to form a column sleeve;
D. inserting beam ribs into the original bamboo to form beam sleeves, respectively connecting two ends of each beam rib with a column rib, wherein the beam ribs are perpendicular to the column ribs, and the beam ribs and the column ribs are collectively called as connecting ribs;
E. inserting plate ribs into the raw bamboo to form a floor slab sleeve, laying the floor slab sleeve on the upper surface of the beam sleeve, and laying a layer of geotextile on the upper surface after the floor slab sleeve is completely installed;
F. and sequentially pouring concrete into the column sleeve, the beam sleeve and the floor slab sleeve, and forming the floor slab 4 on the geotextile in a cast-in-place manner.
In order to improve the fire resistance and corrosion resistance of the raw bamboo, in the step A, the surface of the raw bamboo is coated with corrosion-resistant and fireproof paint.
In order to ensure the strength of the precast columns 2 and the precast beams 5, for the step B, the precast columns 2 and the precast beams 5 are made of raw bamboos with the diameter of more than 200mm, and the floor slab sleeve is made of raw bamboos with the diameter of not less than 60 mm.
In order to ensure the strength of the precast columns 2 and the precast beams 5, for step B, the interval between the reinforcing steel strips 3 of the precast columns 2 is not more than 1.0m, and the interval between the reinforcing steel strips 3 of the precast beams 5 is not more than 0.5 m.
In order to ensure the strength of the floor slab sleeve, for the step B, the plate reinforcing steel bar can be selected from threads or prestressed reinforcing steel bars.
In order to accurately position the column reinforcing bars 101, the beam reinforcing bars and the column reinforcing bars, for the steps A and B, the column reinforcing bars 101 in the foundation 1 are positioned by using positioning sleeves, and the column reinforcing bars and the beam reinforcing bars in the original bamboo are positioned by using positioning sleeves.
In order to improve the bearing capacity of the precast beam 5 and the precast column 2, for the step B, two beam ribs are arranged in each raw bamboo of the precast beam 5, and three column ribs are arranged in the raw bamboo of the precast column 2.
In order to ensure the connection strength of the connection part of the precast beam 5 and the precast column 2, for the step D, the pressure of the poured concrete is 0.1-0.2 Mpa.
In order to stabilize the structure, for the step C, four column sleeves are arranged, the column sleeves surround the prefabricated column 2, and the column sleeves are hooped by the reinforcing steel strip 3; and D, four beam sleeves are arranged, the beam sleeves surround to form the precast beam 5, and the beam sleeves are hooped by the reinforcing steel strip 3.
Claims (9)
1. The building structure construction method is characterized in that: comprises the following steps of (a) carrying out,
A. processing raw bamboos, and forming a through inner cavity in the bamboo tube;
B. constructing a foundation (1), and arranging a column dowel (101) on the foundation (1);
C. the column inserting ribs (101) are connected with vertical column ribs, and the column ribs are sleeved with the original bamboos to form column sleeves;
D. inserting beam ribs into the original bamboo to form beam sleeves, and respectively connecting two ends of each beam rib with the column ribs, wherein the beam ribs are vertical to the column ribs;
E. inserting plate ribs into the raw bamboo to form a floor slab sleeve, laying the floor slab sleeve on the upper surface of the beam sleeve, and laying a layer of geotextile on the upper surface after the floor slab sleeve is completely installed;
F. and sequentially pouring concrete into the column sleeve, the beam sleeve and the floor slab sleeve, and forming the floor slab (4) on the geotextile in a cast-in-place manner.
2. The building structure construction method of claim 1, wherein: and C, painting anticorrosive and fireproof paint on the surface of the raw bamboo in the step A.
3. The building structure construction method of claim 1, wherein: for step C, D, E, the column sleeve and the beam sleeve are selected from raw bamboos with diameters of more than 200mm, and the floor slab sleeve is selected from raw bamboos with diameters of not less than 60 mm.
4. The building structure construction method of claim 1, wherein: for the step C, four column sleeves are arranged, the column sleeves surround to form the prefabricated column (2), and the column sleeves are hooped by the reinforcing steel strip (3); and D, four beam sleeves are arranged, the beam sleeves surround to form the precast beam (5), and the beam sleeves are hooped by the reinforcing steel strip (3).
5. The building structure construction method according to claim 4, wherein: the distance between the reinforcing steel strips (3) of the prefabricated columns (2) is not more than 1.0m, and the distance between the reinforcing steel strips (3) of the prefabricated beams (5) is not more than 0.5 m.
6. The building structure construction method according to claim 4, wherein: two beam ribs are arranged in each raw bamboo of the prefabricated beam (5), and three column ribs are arranged in the raw bamboo of the prefabricated column (2).
7. The building structure construction method of claim 1, wherein: and E, selecting the plate bars as the deformed steel bars or the prestressed steel bars.
8. The building structure construction method of claim 1, wherein: for step B, C, D, the column dowel (101) in the foundation (1) is positioned by the positioning sleeve, and the column bar and the beam bar in the original bamboo are positioned by the positioning sleeve.
9. The building structure construction method of claim 1, wherein: for step F, the pressure of the poured concrete is 0.1-0.2 MPa.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202111176492.6A CN113882683A (en) | 2021-10-09 | 2021-10-09 | Building structure construction method |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202111176492.6A CN113882683A (en) | 2021-10-09 | 2021-10-09 | Building structure construction method |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN113882683A true CN113882683A (en) | 2022-01-04 |
Family
ID=79005849
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202111176492.6A Pending CN113882683A (en) | 2021-10-09 | 2021-10-09 | Building structure construction method |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN113882683A (en) |
Citations (11)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| GB120101A (en) * | 1917-10-30 | 1918-10-30 | Antonio Ercole Pessi | Improvements in Reinforced-concrete Building Units. |
| JPH0517997A (en) * | 1991-07-15 | 1993-01-26 | Takenaka Komuten Co Ltd | Column and beam frame employing src column |
| CN2761727Y (en) * | 2004-10-12 | 2006-03-01 | 昆明理工大学 | Original bamboo structure node used for Tai family bamboo building |
| CN1963056A (en) * | 2006-12-06 | 2007-05-16 | 湖南大学 | Bamboo residential building |
| JP2008187993A (en) * | 2007-01-31 | 2008-08-21 | Kawano Plant Co Ltd | Fish bank made of bamboo and method for assembling the same |
| CN101408039A (en) * | 2008-11-18 | 2009-04-15 | 昆明理工大学 | Bamboo-wood mixed structure of house architecture |
| CN103572752A (en) * | 2012-08-09 | 2014-02-12 | 上海中技桩业股份有限公司 | Partial prestressed concrete bamboo joint pile |
| CN205776180U (en) * | 2016-05-20 | 2016-12-07 | 上海兴山混凝土构件有限公司 | A kind of reinforced hollow bamboo joint pile of concrete |
| CN108374516A (en) * | 2018-04-07 | 2018-08-07 | 南京林业大学 | A kind of profiled sheet-raw bamboo-concrete combined floor and its manufacturing method |
| CN209924431U (en) * | 2019-01-23 | 2020-01-10 | 哈尔滨鸿盛房屋节能体系研发中心 | Bamboo wall column template |
| CN211114110U (en) * | 2019-09-02 | 2020-07-28 | 西安建筑科技大学 | Connecting structure of square steel pipe column-original bamboo combined wall and original bamboo floor |
-
2021
- 2021-10-09 CN CN202111176492.6A patent/CN113882683A/en active Pending
Patent Citations (11)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| GB120101A (en) * | 1917-10-30 | 1918-10-30 | Antonio Ercole Pessi | Improvements in Reinforced-concrete Building Units. |
| JPH0517997A (en) * | 1991-07-15 | 1993-01-26 | Takenaka Komuten Co Ltd | Column and beam frame employing src column |
| CN2761727Y (en) * | 2004-10-12 | 2006-03-01 | 昆明理工大学 | Original bamboo structure node used for Tai family bamboo building |
| CN1963056A (en) * | 2006-12-06 | 2007-05-16 | 湖南大学 | Bamboo residential building |
| JP2008187993A (en) * | 2007-01-31 | 2008-08-21 | Kawano Plant Co Ltd | Fish bank made of bamboo and method for assembling the same |
| CN101408039A (en) * | 2008-11-18 | 2009-04-15 | 昆明理工大学 | Bamboo-wood mixed structure of house architecture |
| CN103572752A (en) * | 2012-08-09 | 2014-02-12 | 上海中技桩业股份有限公司 | Partial prestressed concrete bamboo joint pile |
| CN205776180U (en) * | 2016-05-20 | 2016-12-07 | 上海兴山混凝土构件有限公司 | A kind of reinforced hollow bamboo joint pile of concrete |
| CN108374516A (en) * | 2018-04-07 | 2018-08-07 | 南京林业大学 | A kind of profiled sheet-raw bamboo-concrete combined floor and its manufacturing method |
| CN209924431U (en) * | 2019-01-23 | 2020-01-10 | 哈尔滨鸿盛房屋节能体系研发中心 | Bamboo wall column template |
| CN211114110U (en) * | 2019-09-02 | 2020-07-28 | 西安建筑科技大学 | Connecting structure of square steel pipe column-original bamboo combined wall and original bamboo floor |
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Application publication date: 20220104 |